HomeMy WebLinkAbout30941-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-31328 Date: 12/08/05
THIS CERTIFIES that the building NEW DWELLING
Location of Property: 940 GILLETTE DR EAST MARION
(HOUSE NO.) (STREET) (HAMLET)
County Tax Map No. 473889 Section 38 Block 2 Lot 10
Subdivision Filed Map No. Lot NO.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated FEBRUARY 2, 2005 pursuant to which
Building Permit No. 30941-Z dated FEBRUARY 7, 2005
was issued, and conforms to all of the requirements of the applicable
provisions of the law. The occupancy for which this certificate is issued
is SINGLE FAMILY DWELLING WITH ATTACHED GARAGE AS APPLIED FOR & AS
PER CONDITIONS OF ZBA #5604 DATED 12/16/04 .
The certificate is issued to PETER J & MARY JACOBS
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-01-0081 12/08/05
ELECTRICAL CERTIFICATE NO_ 2069322 11/29/05
PLUMBERS CERTIFICATION DATED 11/26/05 KEVIN MURPHY
or' zed Signature
Rev. 1/81
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 30941 Z Date FEBRUARY 7, 2005
Permission is hereby granted to :
PETER J & MARY JACOBS
PO BOX 614
EAST MARION,NY 11939
for
CONSTRUCTION OF A SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA
#5604
at premises located at 940 GILLETTE DR EAST MARION
County Tax Map No. 473889 Section 038 Block 0002 Lot No. 010
pursuant to application dated FEBRUARY 2 , 2005 and approved by the
Building Inspector to expire on AUGZuthc�� zed
Fee $ 1 , 237 . 80
Signature
ORIGINAL
Rev. 5/8/02
SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
CERTIFICATE OF CARBON MONOXIDE ALARM INSTALLATION
Electrical Inspection A enc /Town Electrical Ins ctor
Business Name&Address: Nof Inspect �—
Telephone:
Zit -'PV/-3��o
TO BE COMPLETED BY OWNER / AUTHORIZED AGENT
Health Department Reference Number:
Tax Map Number: District Section Block(s) Lot(s)
Dwelling Location Address:
Owner/Agent Printed Name: �7 Owner/Agent Signature&Date:
No.ofAlanns installed: / Rough in Pass (Date/Init Final Pass(Date/Inn.): �;
I CERTIFY THAT ALL OF THE FOLLOWING ARE TRUE:
• Carbon Monoxide Alarms have been installed on each level where sleeping quarters are located,AND
• All alarms have been installed in accordance with Article 10 of the Suffolk County Sanitary Code and the Carbon Monoxide Alarm
Standards,including:
All alarms are UL2034 listed(Latest Edition),have a digital display,have a reset button,and have a feature to display the
maximum carbon monoxide concentration recorded since the feature was last reset,AND
All alarms have been directly connected to the lighting circuit with no intervening switches,AND
All alarms have been tested and found to be operational,AND
I am employed by an agency that is currently approved to perform electrical inspections in the Town/Village having
jurisdiction.
• If this certificate is for a MULTIPLE DWELLING,Carbon Monoxide Alarms have been installed:
In all sleeping rooms served by a centralized system supplying air for cooling,heating,or ventilation,AND
In each sleeping room containing a fuel fired appliance,AND
In all dwelling units and sleeping units sharing a common wall with, or located directly above or below, a room
containing a centralized fuel-fired appliance,AND
44- In a corridor serving dwelling units or sleeping areas within forty(40)feet of all doors to those units and the corridor also
serves a room containing afuel-fired appliance.
6vi M�_
ignature of Inspector) (Date) (Printed Name) (License Number)
False statements made herein arc plunishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law
INSPECTOR TO COMPLETE THE FOLLOWING SECTION FOR EXEMPT DWELLINGS
I CERTIFY THAT THIS DWELLING IS EXEMPT FROM THE REQUIREMENT TO INSTALL CARBON
MONOXIDE ALARMS BECAUSE ALL OF THE FOLLOWING ARE TRUE:
• There are no fuel burning appliances installed,AND
• There are no garages attached to the dwelling,AND
• The dwelling uses an electrical heating system.
(Signature of Inspector ) (Date) (Printed Name) (License Number)
False statements made herein are punishable as a Class A misdemeanor puirstiant to Section 210.45 of the New York State Penal Law
THE ORIGINAL SIGNED COPY OF THIS FORM MUST BE SUBMITTED TO THE SUFFOLK COUNTY
DEPARTMENT OF HEALTH SERVICES IN ORDER TO RECEIVE FINAL APPROVAL
WWM-075(Rev_ 8/05)
o rn rnr�cn �13 o
5 BY THIS CERTIFICATE OF COMPLIANCE THE
5 NEW YORK BOARD OF FIRE- UNDERWRITERSBUREAU 5
STY
40 FULTTON STREET F C
NEWYORK, NY 10038 5
S 5
5 CERTIFIES THAT
5 Upon the application of upon premises owned by
5 GLEN'S ELECTRIC OF INC PETER JA BS
5 5 P.O. BOX 1304 940 GILLETTE DR 5
JAMESPORT, NY 11947, EAST MARION, NY 11939 5
5 5
Located at 940 GILLETTE DR EAST MARION, NY 11939
5 Application Number: 2069322 Certificate Number: 2069322 5
55
Section: Block: Lot: Building Permit: BDC: ns11 �5+
CI Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of
5 electrical devices and wiring, described below, located in/on the premises at: [�
5 Basement, First Floor, Second Floor,Attached Garage,Outside, 5
5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5
herein, was conducted in accordance with the requirements of the applicable code and/or standard 5
5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5
5 authority having jurisdiction, and found to be in compliance therewith on the 29th Day of November,2005.
Name QTY Rate Rating Circuit Type
5
5 Miscellaneous
modular house 5
5 N.Y.State approval 4 19-29786
5 mfg.Muncy Homes S
5 serial#03-0602135 5
5 5 with stick built 2nd floor 5
and attached garage 5
5 Alarm and Emergency Equipment
5 Sensor 3 0 Smoke 5
5 Sensor 1 0 Carbon Monoxide
5 Appliances and Accessories 5
Exhaust Fan 1 0 F.H.P.
5 5 Furnace l 0 Gas L�S
Air Conditioner I 0 36.000 BTU
Air Conditioner 1 0 24.000 BTU
Wiring and Devices 5
5 Outlet 18 0 Fixture sea/ 5
Fixture 18 0 Incandescent 5
Continued on Next Page 1 of 2
�5
5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5
5 S
O rJr3PrJ� rn [P cPcPrJ�rJcPcPrJ'�PrJ�rJ�rJ�rJ�rJ�rnrlrJ�cPrJ�c.(cPrJ�rJ@P�PrJ�rJ@PrJ�cP ren rJ�r�r�rJ�rJ� O
UP
n�n crrnr�Nn sr� 11111,rs rtrJrJ ����n�rs �rr���n�nrr�n�n�nrn�srnrn�ns�n�r�nrs�nen o
BY THIS CERTIFICATE OF COMPLIANCE THE
NEW YORK BOARD OF FIRE UNDERWRITERS 5
5 BUREAU OF ELECTRICITY 5
40 FULTON STREET — NEW YORK, NY 10038
5 CERTIFIES THAT r55j
C5 Upon the application of upon premises owned by 5
5 GLEN'S ELECTRIC OF L.I. INC PETER JACOBS 5
P.O. BOX 1304 940
LLETTE DR
C5CI
ME PORT NY 11947, EAST MARION, NY 11939 S
Pj Located at 940 GILLETTE DR EAST MARION, NY 11939 5
e �5
C5 Application Number: 2069322 Certificate Number: 2069322
] Section: Block: Lot: Building Permit: BDC: ns11 5
5
5 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of
electrical devices and wiring, described below, located in/on the premises at: 5
r Basement, First Floor, Second Floor,Attached Garage,Outside,
5
A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5
5 herein, was conducted in accordance with the requirements of the applicable code and/or standard
promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5
authority having jurisdiction, and found to be in compliance therewith on the29th Day of 5
November,2005. 5
Name 01-Y Rate Rating Circuit Type 5
5 Outlet 28 0 General Purpose 5
5 Receptacle 19 0 General Purpose 5
5 Switch 14 0 General Purpose 5
5 Disconnect 2 0 60 amp Air Conditioner 5
Receptacle 2 0 GFCI 5
Service C
C51 Phase 3W Service Rating 200 Amperes 5
, Service Disconnect: 1 200 cb 5
Meters: 11
5
5 5
5 5
5 seal
5 2 of 2 5
This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
5 5
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o��SUFFO�,F Ora
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Town Hall,53095 Main Road I.%-- �� Fax(631)765-9502
P.O.Box 1179 � Q Telephone(631)765-1802
Southold,New York 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Date:
Building Permit No.
Owner:
(Please print)
Plumber: ; i,
(Wase print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
�\Vvv
lumbers Signature)
Sworn to before me this _V%
day of , 20 05
Notary Public, S -C�= CountyNADH BROWN
JONATHAN BROWN ttrrar �u Sta of New York
ry Pypitc Stab of New York �785-S,gNr k County
No.b 71OY8rSulfofkCdulb —
CommExpires NOW","—
k 1 .
�► �SUfFat
APPEALS BOARD MEMBERS Southold Town Hall
Ruth D. Oliva, Chairwoman 53095 Main Road
Gerard P. Goehringer w Z P.O. Box 1179
Lydia A. Tortora 0 • Southold,NY 11971-0959
Vincent Orlando -1' pb Tel. (631) 765-1809
James Dinizio,Jr. ! ( �a Fax (631) 765-9064
http://southoldtown.nofthfork.net
BOARD OF APPEALS
TOWN OF SOUTHOLD
DINGS, DELIBERATIONS AND DETERMINATION
MEETING OF DECEMBER 16, 2004
�_-ZB Ref. 5604- Peter and Mary Jacobs
Property Location: 940 Gillette Drive, East Marion; CTM 38-2-10
SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under
consideration in this application and determines that this review falls under the Type 11 category of
the State's List of Actions, without an adverse effect on the environment if the project is implemented
as planned.
PROPERTY FACTS/DESCRIPTION: The applicants' 10,000 sq. ft. vacant lot has 100 feet along
Gillette Drive and a depth of 100 feet. The property is referred to as Lot 24 on the Map of Marion
Manor filed in the Office of the Suffolk County Clerk in 1953.
BASIS OF APPLICATION: Building Department's August 30, 2004 Notice of Disapproval, amended
October 20, 2004, citing Section 100-244B, in its denial of a building permit to construct a new
dwelling with a front yard setback at less than 35 feet and lot coverage in excess of the code
limitation of 20% of the lot size, Subsequently, on November 5, 2004, the Building Department
furnished a new Notice of Disapproval, amended November 5, 2004, disapproving the revised
location of the dwelling for the reason that the rear yard setback is less than 35 feet (after removing
reference to the previous request for a front yard reduction).
FINDINGS OF FACT
The Zoning Board of Appeals held a public hearing on this application on October 21, 2004 and
December 16, 2004, at which time written and oral evidence were presented. Based upon all
testimony, documentation, personal inspection of the property, and other evidence, the Zoning
Board finds the following facts to be true and relevant:
AREA VARIANCE RELIEF REQUESTED: In the applicants original application, a new dwelling was
proposed at less than the code required 35 feet from the front property line, and meeting the code
requirement for a 35 ft. rear yard. Also requested was a lot coverage at 22.3% instead of the code
limitation of 20%.
AMENDED AREA VARIANCE RELIEF REQUESTED: During the October 21, 2004 hearing, the
applicants were requested to consider a possible alternative plan that would be more conforming to
the code's front setback requirement of 35 feet, and shifting the dwelling to propose a 4 ft. reduction
Page 2- December 16, 2004 v
File No. 5604- Peter and Mary Jacobs
CTM Id: 38-2-10
behind the dwelling for a rear yard of 31 feet instead of 35 feet. (The lot coverage request remained
unchanged with the same dwelling footprint.) On November 17, 2004, the applicants submitted a
survey, amended 10-25-2004 by John C. Ehlers, L.S. requesting a 31 ft. rear yard setback,
maintaining the 35 ft. code requirement for the front yard setback, and calculating the lot coverage at
22.55% of the total lot size, instead of the previously estimate of 22.3%.
REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and
personal inspections, the Board makes the following findings:
1. Grant of alternative relief will not produce an undesirable change in character of neighborhood or
a detriment to nearby properties. The proposed dwelling measures 33.3 feet depth at its deepest
measurement, including the front porch, by 74 feet in length (width) inclusive of the garage. The
alternative will maintain the minimum 35 ft. code requirement in the front yard setback and will
conform to the code's required minimum side yard setbacks (proposed at 11 and 15 feet). The
applicants' proposal for a reduction in the rear setback by four (4) feet, for a 31 ft. setback, and
increase in the lot coverage by 2.55%, are both similar to others in this vicinity of this property.
2. The benefit sought by the applicants cannot be achieved by some method, feasible for applicants
to pursue, other than an area variance. This lot is wide and narrow, and a variance is necessary to
allow for a narrow front porch and 27.3 ft. depth of the proposed home, while meeting all remaining
setbacks. Minor variances are necessary for the alternative relief requested for a 31 ft. rear setback
and for the 255 sq. ft. increase (2.55%) of lot coverage for the applicant's layout and design of the
home with a front porch.
3. The alternative relief is minimal with a 2.5% expansion of the current code limitation of 20% lot
coverage and four ft. reduction from the 35 ft. rear yard setback requirement.
4. The difficulty has been self-created and is related to applicants plan to build on a 10,000 sq. ft.
lot, without meeting the limitations of the zoning code.
5. No evidence has been submitted to show that the grant of alternative relief will have an adverse
effect or impact on the physical or environmental conditions in the neighborhood or district.
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing
test under New York Town Law 267-13, motion was offered by Acting Chairman Orlando, seconded
by Member Goehringer, and duly carried, to
DENY, the relief requested with respect to the front yard reduction; and to
ALTERNATIVELY GRANT the amended relief for a 31 ft. rear yard setback (maintaining the
35 ft. front yard setback), and GRANT the 22.55% lot coverage, as applied for, as shown on
3— December 16, 2004
No. 5604—Peter and Mary Jacobs
M Id: 38-2-10
'm
the March 1, 2004 survey, amended 10-25-2004 by John C. Ehlers, L.S.
This action does not authorize or condone any current or future use, setback or other feature of the
subject property that may violate the Zoning Code, other than such uses, setbacks and other
features as are expressly addressed in this action. //i
Vote of the Board: Ayes: Members Orlando (Acting Chairma ), /nr,(rtora, and Dinizio.
(Chairwoman Oliva was absent.) This Resolution was duly a /9 t
Vincent Orlando, Acting hairman 12 /04
Approved for Filing
aOf SOUTyolo
Comm,
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] 1 LATION
[ ]
FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
SL
DATE INSPECTOR
STEPHEN ROSSETTI
ARCHITECT
28 TURTLE COVE DRIVE
SOUTHAMPTON,NY
TELEPHONE:631-283-5352
November 18, 2005
Town of Southold Building Department Re: Jacobs Residence
Main Road 940 Gillette Drive
PO Box 1179 East Marion, N.Y.
Southold, N.Y. 11971
�ATTQr��r' (')I S -� Ccs
To whom it may concern:
I have inspected the change of the wood stoops to masonry stoops and find it to be in
order and meets with my approval.
Sincerely,
Y
pyepy l� l
30'i q
co
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] IN
ATION
[ ]
FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
Ao ) -
REMARKS: l A x-J — bPJ
DATE � � � INSPECTOR
�O,farAF SO(/Tyo�
�af
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ NSULATION
[ ]
FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: �i✓.��� �%e-n .J ���
ib
DATE j``' G INSPECTOR
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUND TOUG
ION IST [- RH PLBG.
[ IF NDATION 2ND ( ] INSULATION
[ FRAMING FINAL
[ ] FIREPLACE & CHIM?r.Y [ ] FIRE SAFETY INSPECTION
REMAR
o r
DATE ( INSPECTOR
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1ST [ OUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & C IMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
I�
DATE �/ INSPECTOR
765-1802
BUILDING DEPT.
INSPECTION
[ ] F NDATION IST [ ] ROUGH PLBG.
[ FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
DATE ` INSPECTOR
765.1802
BUILDING DEPT.
SPECTION
[ FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: e-0 9--e-4
S ' t
DATE "` Y INSPECTOR
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEi)kRTDIENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
www. northfork.net/Southold/ PERMIT NO. 30Jq1 Check
Septic Form
N.Y.S.D.E.C.
Trustees
Examined 7 20 5*� Contact:
Approved Z 20 Mail to:
Disapproved a/c
Phone:
Expiration -,20
Buil n
APPLICATION FOR BUILDING PERMIT
Date �� cam, 200'
'
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
I. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
�n'la t,y� E. ,)W 5-
G
(Signature of applica or name,if a corporation)
0. er„r (aIq FaCt MAriT.n . Aly
(Mailing address of applicant
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises PL-kg. f m p rt/ �,JNCo6 S
(A on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
Ne/ ai'//P-f-k Dr,'✓e_ EA,34 /-If-jr/On
House Number Street h Hamlet
County Tax Map No. 1000 Section_J� Bloak v ro ,A rtl a Lot / 0
Subdivision MAK 1 D n H A tV U2 Filed14 4 Lot a L/
(Name) 15�Ifzu�llsm:�i ^n,;:.;,rurrn�
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy vAsAn+ IAnc4
b. Intended use and occupancypa- r e rend V d;_'t'-C f hrti r
3. Nature of work (check which applicable): New Building �, Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units__X- _Number of dwelling units on each floor
If garage, number of cars e,?
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front ` Rear -PT4 Depth .,
Height Number of StoriesI
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
r ,
8. Dimensions of entire new construction: Front Rear—_--1-9 Depth I
Height Number of Stories a
9. Size of lot: Front /(U O Rear / 0 C) Depth / 0
10. Date of Purchase .31bl 0 q Name of Former Owner iI p u)o-( k OL 6e f l 61 DS S
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES ✓ NO �ZF,A. rcto5<^
13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO`
14. Names of Owner of premises R r +Maw Sard_,�Addressi7fl.eir, E�Ma1w#),P�hoz�No. i - -77-025
Name ofArchitect3 r� rU Address aq?) 5 FlouSem is kun'pIione W
Vt
Name
ofCb9tractor ' - (_I (e St r� rd S Address,, F I V� CoL4 ¢Phone No.
tv rFj tMar ' " NY 119US
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
STATE OF NEW YORK)
SS:
COUNTY OF at1 Fo Il( )
M R r SA C_ob 5 being duly swom, deposes and says that (s)he is the applicant
(Name of indi 'dual signing contract) above named,
(S)He is the IJ o oe
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Swom t before me this
gqdayo�mf�� YlcRf 20 CS (_ _
t U &C `YVI.fl.�u� � O,C,a4J
Notary ublic Sign re of Applicant
Np, �
NdY!PubkWk
71
co1 2007
FIELD INSPECTION REPORT DATE I COMMENTS
A2A-eey To
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FOUNDATION (IST) ..,
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FOUNDATION(2ND)
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ROUGH FRAMING& � 1 - ^ ^�/ ��/
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PLUMBING - -- -- --
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INSULATION PER N.Y.
STATE ENERGY CODE
FINAL
ADDITIONAL COM NTS
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APPROVED AS NOTED
DATE: B-P-,q�s�Q i�-I� COMPLY WITH ALL CODES OF
-$BAY:i1W AS REQUIREDIRREQUIREDNEW YORK T
ATE & TOWN CODES
FEE: 1AND CONDITIONS OF
NOTIFY BUILDING DEPARTMENT AT
765-1802 8 AM TO 4 PM FOR THE ,_, $OUTHOLDTOWNZBA
FOLLOWING INSPECTIONS: SOUTHOLDTOWN PLANNING BOARD
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE SOUTHOLD TOWN TRUSTEES
2, ROUGH - FRAMING & PLUMBING N.Y.S.DEC
3. INSULATION AE
4, FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE ALL CONSTRUCTION SHALL
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR MEET THE REQUIREMENTS OF THE
DESIGN OR CONSTRUCTION ERRORS. CODES OF NEW YORK STATE.
CERTIFICATION OF
OCCUPANCY OR NAILING & CONNECTIONS
USE IS UNLAWFUL REQUIRED.
WITHOUT CERTIFICATE > �wAnERscEIca
OF OCCUPANCY REQUIRED
NOT PROCEED W
FR ITH
FLOOD ZONLY WITH E
FRAMING UNTIL SURVEY
OF FOUNDATION LOCATION
HAS BEEN APPROVED. FOOD DAMAGE PREVENTION
SOUTHOLD TOWN CODE.
PLUMBING
ALL PLUMBING WASTE
&WATER LINES NEED
TESTING BEFORE COVERING
M• ..,,fir
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5URVEY OF LOT 24 _ [ (F n
MAP OF MARION MANOR � N
FILED MARCH 18, 1955 FILE No. 2058 �J pa006
E71TUATE: EAST MARION r�ty_ w E
TOM: 5OUTHOLD n DEPT
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SUFFOLK COUNTY, NY - _ __j
SURVEYED 03-01-2004 S
AMENDED 01-08-2004, 01-2-7-2004
09-01-2004, 10-25-2004, BLDG REVISED 03-1-7-2005
FOUNDATION LOCATION 06-05-2005
SUFFOLK COUNTY TAX u
1000 - 38 - 2 - 10
CERTHUD TO:
Peter J.Jacobs
Mary Jacobs
Columba Bquldes,.][.td.
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SURVEY OF LOT 24 N
MAP OF MARION MANOR
FILED MARCH 18, 1x53 FILE N0. 2035 IN E
SITUATE: EAST MARION
TOWN: 50 THOLDSlap
SUFFOLK COUNTY, NY
5URVEYED 03-01-2004
AMENDED 0"7-08-2004, 01-2-7-2004
SUFFOLK COUNTY TAX u
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JOHN C. EHLERS LAND SURVEYOR �I
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MAP OF MARION MANOR N
FILED MARCH 18, 1953 FILE No. 2038
SITUATE: EAST MARION
TOWN: SOUTHOLD � y w r E
SUFFOLK OOUNTY, NY
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AMENDED 07-08-2004, 01-21-2004
09-01-2004, 10-25-2004, 131-06 REVISED 03-1"I-2005
FOUNDATION LOCATION 06-08-2005
PROPOSED POOL 08-08-2005, 09-01-2005 _
FINAL SURVEY 11-16-2005
SUFFOLK COUNTY TAX u '
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SUFFOLK COUNTY HEALTH DEPT.
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GRAPHIC SCALE I"= 20' - RIVERIiEAD,N.Y. 11901 REF.Z:\pros\01\01-125A.pro
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Building Systemsgrit
Manufacturer Integrity Page Description Date Revision _ _
TP Title Page 5/20/04 8/24/04 2435 Housels Run Road
F1 Foundation Plan 5/20/04 8/24/04 Milton, PA 17847
F1.1 Foundation Details
_ _ 570-522-3600
Al First Floor Plan 5/20/04 8/24/04 - - -. ---
Systems Approval Number
M 00. 9-03-021
A1.1 First Floor Shearwalis 5/20/04 8/24/04 - -- -- - -- - - -----
A1.2 First Floor Structural Plan 5/20/04 8/24/04 - -- ----------------- - -- .—�-____
Model C182404 Two-Story
_ ..--__.. . ------. ,_....---- ---- ------ —
A2 Second Floor Plan 5/20104 Construction Wood
A2.1 Second Floor Shearwalls 5/20104 8/24/04 -
A2.2 Second Floor Structural Plan 5/20/04 8124104 Type Residential
A3 Door & Window Schedule 5/20/04 8/24/04 Site Address - - - —_ Lot 24, Gillette Dr
A4 First Floor Span Tables 5/20/04 8/24/04 Southold, NY 11971
A5 Second Floor Span Tables 5/20/04 8/24/04 _- - _- - Suffolk County
EL1 Elevations 5/20/04 8/24/04 --- ---_--
E1 First Floor Electrical Plan 5/20/04 8/24/04 - -- - --- --------- -------
-____--_.__-_---___-- - - -
Energy Code 12000 ECCCNYS
E2 Second Floor Electrical Plan 5/20/04 8/24/04 -. ` -_. - ---- ----- ------- ---- -----__ _ _ ----
Building Code 20000 RCN
E3 Panel Box Schedule 5/20/04 8/24/04 Electrical Code 2000 RCNYS
S1 Cross Section 5/20/04 8/24/04 - --- -- - ----- -
Plum_bing Code 2000 RCNYS
S2 Section Details 5/20/04 8/24/04 Mechanical Code 2000 RCNYS
---Mechanical Cod -------------
--------- ---
C182404 TWO-STORY Ground Snow Load _�45 PSF - --- - -
Wind Speed 120 MPH
Seismic Design Category B
1 INTEGRITY Floor Live l 40 PSF
______ _130 oad 1
-- - - --- - -- - --- - -- - - --
Floor LL (sleeping areas) PSF
-
Floor Dead Load- - - - _�10PSF
B BUIL ®IMp -- --- -- --- �
S SYSTEMS
PERMIT DRAWINGS ONLY. NOT FOR
CONSTRUCTION! DESIGN AND
2435 HOUSELS RUN ROAD CALCULATIONS FOR SPECIAL WIND
CONDITIONS WILL FOLLOW, PRIOR TO
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MILTON, PA 17 847
570-522-36010
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Builder: Future Surroundin S JUDGEMENT, THESE PANS AND SPECIFICATIONS COMPLY WITH THE
g ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK (ECCCNY).
COMPLIANCE SHALL BE DEMONSTRATED TO THE LOCAL BUILDING (LC;
33 Flying Route Rd OFFICIAL BY NY MECH CHECK (ECCCNY CHAPTER 1) AND GENERAL "
Southampton NY 11968 COMPLIANCE WITH ECCCNY CHAPTER 5, SECTIONS 502 THROUGH 505 uh• a'nia- pk
THE PLANS AND SPECIFICATIONS OF THIS PERMIT SETElARE
P: 631 -287-2002 AND SPEICIFIICATTIIONSAND ASSOCIATED CONISTEWITH (APPROVAL THEANS
F: 631 -287-2002 M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER,631 -287-20021
M009-03-021
BOTH ON FILE WITH THE DIVISION
' & FUTURE SURROUNDINGS DATE: 5/20/04 REV: 8/24/04 (8) C182404 TITLE
_ Integrity Building Systems , Inc. CUSTOMER: JACOBS DRAWN BY: CS GS TWO-STORY PAGE TP
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FOUNDATION NOTES'
52'-0" _ 1 FOUNDATION WALLS DESIGNED PER LOCAL SITE CONDIT IONS&SECTION R404
_ ---- - -- --- - - --- --- - -- - 2) FOOTINGS SHALL EXTEND
SLAID I TYPE FROST LINE OF THE LOCALITY(R403.1A)
— — ——— — 3) CONCRETE BLOCK PIERS LAID IN TYPE"M"OR D MORTAR
— — 4) CENTER GIRDER SPLICES SHALL BE SUPPORTED
5) iB"%24"ACCESS PROVIDED FOR CRAWL SPACE FOUNDATIONS(R408 3)
- - -- - - - -- - - - - - - - - --- - - - - --- - -- ---- - ACCESS PROVIDED THROUGH FOUNDATION WALL 22"WIDE X 30"ACCESS
SHALL BE PROVIDED IF MECHANICAL EQUIPMENT IS LOCATED IN UNDER
- - -- - - --- -- - -- -__- - - -- - - -- - - - ---- - - - - - - - FLOOR SPACES(M1305.1.4)
r -- -- - -- - - -- - - - ---
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HITE (SEE MECHANICAL NOT
7) FOUNDATION DESIGN BY REGISTERED ARCHITECT OR ENGINEER
ANCHOR BOLTS(OR EQUAL)1'(MIN)FROM EACH CORNER FAMILIAR WITH LOCAL CONDITIONS. OWNER IS RESPONSIBLE FOR
W I IN EACH DIRECTION AND SPACED @ 6'OC MAXIMUM. CONTRACTING THIS PERSON FOUNDATION PLAN(S)TO BE SEALED
a RECESS BOLT HEADS OR SPACE TO AVOID FLOOR JOISTS. I BY RA OR P.E.AS REQUIRED BY LOCAL JURISDICTION. NV
8) SILL PLATE AND ALL MATERIALS BELOW BY OTHERS
p Q I 9) SILL PLATE ANCHORED W/112'BOLTS W/2"HOOKS EMBEDDED
LL 3 I I I 15"INTO MASONRY. ALT:SIMPSON PLATE ANCHORS(OR EQUAL)
o Q INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS OR
f _ R4031.6,WHICHEVER IS MORE RESTRICTIVE
ro BE PAGE A3 FOR 10) SEE SPAN TABLES FOR MAXIMUM FLOOR GIRDER SPANS
n I ADDITIONAL GIRDER SPANS I 11) SPECIFIC FOUNDATION DRAWING SUPPLIED TOERFOR E FACTORY
- I 12) FOUNDATION DRAINAGE AND DAMPPROOFING PERFORMED ON SITE BY
OTHERS IN CONFORMANCE WITH R405 AND R406
13) DELETED
14) MECHANICAL AND/OR ELECTRICAL INSTALLATIONS COMPLETED ON
�5-0 1/2" 8'-6 1�2" 4'-8" I 4'-10" 4'-10' 5'-7' 6'-0' 6'-0" __ 6'-6' 1 I SITE BY OTHERS IN CONFORMANCE WITH RCNYS PARTS V,VI,&VIII.
15) BACKFILL TO BE IN AND TAMPED PRIOR TO MODULE(S)ARRIVAL.
FLOOR ONLY i6) MINIMUM DISTANCE FROM BOTTOM OF SIDING TO TOP OF FINISHED
GRADE SHALL BE 6".
PL 1 PL
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MATING WALL LOADS
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FOOTING SIZES DETERMINED LOCALLY BY MODULE WIDTH 45 PSF GSL 65 PSF GSL 85 PSF GSL
OTHERS USING LOADING TABLES BELOW 10'-0"TO 12'-6" 1 682 1.940
(SEE FOUNDATION NOTES) 12'-7"TO 14'-0" 1 839 2.106 -
4"STEEL COLUMN(OR EQUAL)-BASEMENT MODELS I 14'-1"TO 15'-9" 2.092 2.405 -
'�. I 16X16(MIN)CONCRETE BLOCK PIER-CRAWL SPACE MODELS
CAPE-KIPS PER LINEAL FOOT
\ I I MODULE WIDTH 45 PSF GSL 65 PSF GSL 85 PSF GSL
m CONTINUOUS FOOTING-TYPE AND 10'-w T012'-6" 1226 1.418 -
SIZE DETERMINED LOCALLY BY OTHERS12'-7"TO 14'-W 1 322 1.361
(SEE FOUNDATION NOTE 81) i4'-1-TO 15'-9" 1.550 1 619
I I
FOUNDATION WALL-TYPE AND TWO-STORY-KIPS PER LINEAL FOOT
WIDTH DETERMINED LOCALLY MODULE WIDTH 45 PSF GSL 65 PSF GSL 85 PSF GSL
of BY OTHERS(SEE FOUNDATION NOTE#1) I 10'-W TO 12'-6" 2305 2.563
:-� — 12'-7"TO 14'-0" 2.529 2 796
L- --- , __ -- - -- - - - - -- -- -- - - - - U i 14'-1"TO 15'-9" 2.660 3173
— — —— —— — ——— — — — _
L-- - - - - - - -- -- --- - - J TWO-STORY CAPE-KIPS PER LINEAL FOOT
L — —— - - - -- - - - --- - - - - - - , MODULE WIDTH 45 PSF GSL 65 PSF GSL 85 PSF GSL
0
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18.-0.. 18'-0'
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BOTH ON FILE WITH THE DIVISION
Integrity Building Systems , Inc, FUTURE SURROUNDINGS DATE: 5/20104 REV: 8/24/04 (8) C182404 FIRST FLOOR
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A5 (3) 2x6 SPF#2 CONSTRUCTION IGSDESIGN AND
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A6 (3) 1 1/2" x 7 1/4" LVL (E=1.8) CALCULATIONS FOR SPECIAL WIND
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Integrity Building Systems , Inc, FUTURE SURROUNDINGS DATE: 5/20�I04 REV: 8/24/04 (8) C182404 FIRST FLOOR A1 .2
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B4 COMPLIANCE WITH ECCCNY CHAPTER 5, SECTIONS 502 THROUGH 505
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CUSTOMER: JACOBS DRAWN BY: CS / GS TWO-STORY STRUCTURAL PLAN
Rough Light Area Vent Area Egress/Emergency Area "U" Max Room Max Room
Designation Opening Type (SF) (SF) See Notes 3 & 4 (SF) Value Area (Light/.08) Area (Vent/.04)
1632 1'-10 1/8" X S-5 1/4" Double/ Single Hung 3.65 2.17 No 6.2 0.3 45.6 54.25
1852 0 1/8" X 5'-5 1/4" Double/ Single Hung 6.38 3.72 No 98 0.37 79.8 93
24210 2'-6 1/8" x 3-1 I/4" Double/ Single Hung 5.1 2.3 No 7.7 0.37 63.8 57.5
(2)24210 4'-11 3/8" x 3'-1 1/4" Double/ Single Hung 10.2 4.6 No 15.4 0.37 127.5 115
2842 2'-10 1/9' X4'-5 1/4" Double/ Single Hung 8.68 4.83 No 12.25 0.37 108.5 120.75
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CTN28-2 5'-7 7/8" x S-U 1/2" Circle Top 10.5 0 No 12.4 0.37 131.3 0
1)Window manufacturer's published infiltration value(s) shall not exceed 0.3 CFM / SF of window area (ECCCNY Table 502.1 4.1)
2)Windows shall be double glazed with low"E" glass. Manufacturer's published "Ll" values shall not exceed .37.
3) NY - Emergency escape and rescue openings shall comply with R310
4) Emergency escape and rescue openings shall not impede egress in an emergency, shall have a minimum area of 5.7 SF, with a min width
dimension of 20", minimum height dimension of 24", and maximum sill height of 44"
5) Frame walls, floors, and ceilings not ventilated to allow moisture to escape shall be provided with an approved vapor retarder hating a maximum perp eance rating of 1.0 perm
when tested in accordance with Procedure"A" of ASTM E96. The vapor retarder shall be installed on the wane-in-winter side of the thermal insulation.
Rough __ __ Door Frame Area "U" Light Area Vent Area Max Room
Designation Width Height Thickness Opening Type Material Material Finish -Description (SF) Value (SF) (SF) Area (Light)
3068 3'-0" 6'-8" 1 3/4" 38 3/8!' x 82 ill" Insulated Steel Wood Primed 36" Exterior F43
0.14 0 21 0
DBL 3068 6'-0" 6'-8" 1 3/4" 75 1/4"-x82 1/2" Insulated Steel Wood Primed Double 36" Exterior 0.14 0 42 0
3068SSL 3'-0" 6'-8" 1 314" 54 1/2"x 82 1/2" Insulated Steel Wood Pdmed 36" Ext rior w/Sidelite 0.49 2.1 21 26.2
3066DSL 3'-0" 6'-8" 1 3/4" 691/2" x82 112" Insulated Steel Wood Primed 36" Exterior w/ D61 Sidelites0.164 4 0 50
2868 2'-8" 6'-8" 1 3/4" 34 3/8" x 81 1/2" Insulated Steel Wood Prmed 32" Exterior w/9-Ilte 0.358 4.8 0 60
2868 (20/45 min) 2'-8" 6'-8" 13/4" 33 1/2" x 81 1/2" Insulated Steel Wood Pdmed 32" Rated Exterior(see note0.14 0 0 0
3068 (201 45min) 3'-0" 6'-8" 1 314" 37 1/2" x 81 1/2" Insulated Steel Wood Primed 36" Rated Exterior(see note0.14 0 21 0 PERMIT DRAWINGS ONLY NOT FOCONSTRUCTION! DESIGN AND
6068FWG (Andersen 6'-0" 6'-8" 1314" 72" x 80" Wood Vinyl Vinyl Primed Slider (safety glazed) 0.32 23.7 14.7 296 CALCULATIONS FOR SPECIAL WIND
8068 FWG (Andersen 8'-0" 6'-8" 1 314" 96" x 80" Wood Vinyl Vinyl Prmed Slider(safety glazed) 0.32 34.3 21 429 CONDITIONS WILL FOLLOW, PRIOR To
6068FWH (Andersen) 6'-0" 6'-8" 1 3/4" 72" x 80" Wood Vinyl Vinyl Primed Hinged (safety glazed) 0.31 21.9 16.1 274 MANUFACTURE OF THE HOME.
6068FRHP (MW) 6'-0" 6'-8" 1 3/4" 72" x 80" Woad Vinyl Vinyl Primed Hinged (safety glazed) 0.38 25.2 17.6 315
6068FRSP (MW) 6'-0" 6'-8" 72
1 3/4" " x 80" Wood Vinyl Vinyl Primed Slider(safety glazed) 40 0.39 24.6 15.4 308
6068SGD (Everest) 6'-0" 6'-8" 13/4, 72" x 80" Vinyl Vinyl Vinyl Primed Slider(safety glazed) 40 0.36 24.6 15.4 308
6068TVSP (Twinseal) 6'-0" 6'-8" 1 3/4" 72" x 80" Vinyl Vinyl Vinyl 15re6n Slider(safety glazed) 40 0.34 25.2 17.6 315
6068SPD(Thermatru) 6'-0" 6'-8" 1 3/4" 75 1/4" x 82 1/2" Vinyl Vinyl Steel Primed Hinged (safety glazed) 40 0.28 21.9 16.1 274
6068 French 6'-0" 6'-8" 1 3/4" 72" x 80" Wood Vinyl Vinyl Primed Hinged (safety glazed) 40 0.31 21.9 32.2 274
3068 15-Lite 3'-0" 6'-8" 1 3/4" 38 3/8" x 82 112" Insulated Steel Wood Primed Hinged (safety glazed) 21 0.356 9.6 0 120
Interior Doors:
1668 1'-6" 6'-8" 1 3/8" 20" x 82" HC Hardboard Wood Prime/Pre 18" Swing 0 0 0 0 0
2068 2'-0" 6'-8" 1 3/8" 26" x 82" HC Hardboard Wood Prime/Pre 24" Swing 0 0 0 0 0
2666 2'-6" 6'-8" 1 3/8" 32" x 82" HC Hardboard Woad Prime/Pre 30" Swing 0 0 D 0 0
2868 2'-8" 6'-8" 13/8"' 34" x 82" HC Hardboard Wood Prime/Pre 32" Swing 0 0 0 0 0
3068 3'-0" 6'-8" 13/9' 38" x 82" HC Hardboard Wood Prime/Pre 36" Swing 0 0 0 0 0
2068 Double 4'-0" 6'-B" 13/8" 50 1/2" x 82" HC Hardboard Wood Prime/Pre Double 24" swing 0 0 0 0 0
2668 Double 5'-0" 6'-8" 1 3/8" 62 1/2" x 82" HC Hardboard Wood Pnme/Pre Double 30" swing 0 0 0 0 1 0
2066 Double French 4'-0" 6'-8" 1 3/8" 51 1/2" x 82" HC Hardboard Woad Prime/Pre Double 24" french 0 0 0 0 0
2668 Double French 5'-0" 6'-8" 1 3/8" 63 1/2" x 82" -HC Hardboard Wood Prime/Pre Double 30" french 0 D 0 0 0
3068 Double French 6'-0" 6'-8" 1 3/8" 74 1J2" x 82" HC Hardboard Wood Prime/Pre Double 36" french 0 0 0 0 0
2068 Bi-Fold 2'-D" 6'-8" 1 3/8" 26" x 82" HC Hardboard Wood Prime/Pre 2068 Bi-Fold 0 0 0 0 0 ,41 �4tEM.Ai lily
G 2668 Bi-Fold 2'-6" 6'-8" 13/81, 32" x 82" HC Hardboard Wood Pnine/Pre 2668 Bi-Fold 0 0 0 0 0 �.� �rnu:rwxrwn .VI.
3068 Bi-Fold 3'-0" 6' 8-- 1 38" x 82" HC Hardboard Wood Prime/Pre 3068 Bi-Fold 0 0 0 D 0 41* 'X
_ 4068 Bi-Fold 4'-0" 6'-8" 1 3/8" 38" x 82" HC Hardboard Wood Prime/Pre 4068 Bi-Fold 0 0 0 0 0 j �' IK. 1
5068 Bi-Fold 5W, 6'-8" 1 3/8" 38" x 82" HC Hardboard Wood Prime/Pre 5066 Bi-Fold 0 0 0 0 0 I iLI. j '�.'-' �l' ^�
S
N
s 1
a 6068 Bi-Fold 6'-0" 6'-8" 1 3/8" 38" x 82" HC Hardboard Woad Prime/Pre 60fi8 Bi-Fold 0 0 0 0 0
R �T
e t)Reled door assembheS shall be rated 45 minutes(NY)including frame an_d_hardware. Rated door assemblies shell be prouded
x
A � 0 e,rRR
> 2)All door glazing shall comply with Section -r -� f
$ 3)Any door Shawn In the abase schedule may be substituted for any door shown on plans presided the substituted door is equal to or better than the anginal dmor _I _
N 4)NV_Manufactureds published infiltration valuers)shalinotexceed 0.5 GEM/SF of door area for hinged exterior doors and 0.3 CFM/SF of door area for ezheriorsiiding doom ECCCNY Table 502 THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET �gfi1 UGC
.-- - - ._ .._
5)Maximum Room Area(,ent)=Light Area _ a shall provided with ana approved rretamer haengamaximum peimeance rating ARE DERIVED FROM AND CONSISTENT WITH THE PLANS
---- ___ .__ AND SPECIFICATIONS ASSOCIATED WITH APPROVAL
g 6)Maximum Room Area(vena n s Vent Area./ 04 _ ll- --____ � . _ w--__. d_-___ _ xi - - -
- - - -- � -- of l.0 perm _ M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER,
m 7)vWn walls, Roars, and ceilings not venllle to allow moisture to escape _ p pp -Pp,__ ,_ --_ -..._
� when tested lnln accordance with Procetlme"A'bf ASTM E96. The vapor retanier shallbemstalled on the wain-in-wmterside of the thermal insulation BOTH ON FILE WITH THE DIVISION
12
FUTURE SURROUNDINGS DATE: 5/20/04 REV: 8/24/04 (8) C182404 DOOR & WINDOW A3
Integrity Building Systems, Inc. CUSTOMER: JACOBS DRAWN BY: CS / GS TWO-STORY SCHEDULE
. z
Table A-3 -28 ft Cape Cod Two Story Units-Floor Girder Spans Table E-2-28RWides-Exterior Wall Header Spans-Two Story Cape Cod Units Table B-3-2B it Wides-Mating Wall HeaderSpans-Two Story Units wl Cape Style Roofs Table D-2-28 fG Wides -ColumnSpans -Two Story Units w/Cape Cod Roofs
Nominal Girder
Home Grade B Species Clear Spans 45 Psf GSL 65 Ps(GSL 45 Psf GSL 65 Psf GSL
Double Triple Double Triple Double
ler Column 65 Psf GSL 66 PsFGSL
Width
Member Member Member Member Member Member MemberMember
Configuration
(Feel) Inches Ft - In Size Grade Inches Inches Inches Inches Size Grade Inches Inches Inches Feet- Inches Inches Feel- Inches
46 Psf Ground Snow Lave Load: 2x4 Stud N.A. N.A. N.A. N.A. 2x41 Stud 28.00 24.50
No.3 N.A. N.A. N.A. N.A. No 3 28.25 24.50 1 53.25 4 525 41.25 3 525
28 Double 2x 10 No.1/No 2Spf 54.50 4 - fit/2 No.11 No 2 N.A. N.A. N.A. N.A. No,I/No 2 28.25 24.50 2x4
Triple 2x1ON0.11 N0.2Spf 7300 6 - 1 2x6 No.3 27.50 36.00 24.50 31.25 2x6 Stud 41.25 37.50 _
F.m2x10No 1/No 2Spf 9125 7 - 71/4 No.1/No 2 27.50 36.00 24.50 31.25 No.11 No 2 44.50 38.75 2 122.75 10 275 9875 8 2.75
Doublet 112x91/4"LVL(E18) 108.25 9 - 1/4 2x8 No.3 36.00 47.60 32.25 41.25 2x8 No 52.50 47.50 2x4's
Triple 11/2x91/4"LVL(E18) 12400 10 - 4 No.11 No.2 36.00 47.50 32.25 41.25 No.I INo.2 68.75 61.00
Four 11/2x91/4"LVL(E18) 136.50 11 - 41/2 2x10 No.3 44.25 58.25 40.50 52.75 2x10 No.3 64.00 58.26
No 1/No.2 46.25 1 60.50 1 41.25 52.75 No.i/No.2 75.00 65.25 ❑ 3 19225 16 025 15625 13 025
65 Psf Ground Snow Live Lead: 2x12 No.3 51.25 6776 4].00 62.00 2.12 No 74.25 67.50 2x4'5
No.i/No 2 56.25 73.75 50.25 64.00 Na.t/No.2 91.25 79.25
1112x31/2 LVL(E18) 3fi.]5 42.00 33.75 40.25 1112x5112 LVL 76.75 72.00 4� 261.50 21 950 213.50 17 950
28 DOUble2xiONo 1/No 2Spf 51.50 4 - 31/2 1112 x7114 LVL 101.25 94.50
Tnple2x10N0.1/No.2Spf 6800 5 - 8 1112x51/2 LVL(E1.8) 57.75 66.50 51.00 63.50 112x91/4 LVL 129.25 118.25 2x4'5
1112x71/4 LVL(EL8) 75.00 87.75 69.00 03.50
Fouble 10No. 1/4" 2Spf 84.50 7 - 1/2 1112x7114 LVL 1x].25 143.75
t 1/2x91/4 LVL(E7.8) 97.110 112.00 06.0 106.75 5 33700 27 700 271.00 22 700
Doublet//2x91/4"LVL(E7.B) 70650 e - 101/2 11/2x72 LVL 167.75 153.00 2x4'S
Triple 11/2x91/4"LVL(El 8) 121.75 10 - 13/4 11/2x111/4 LVL(E1.0) 115.25 116.00 105.65 129.75 11/2x121/2 LVL 174.50 159.00
P ( J 11/2x12 LVL(E1.8) 122.00 146.25 717.75 130.50 1
Fom11/2x91/4"LVL(EI 8) 13400 11 - 2 11/2x12112 LVL(E7.8) 126.25 151.00 115.]5 144.25 112x131/2 LVL(E1.01/2x13 LVL(El g) 181.25 165.00
) 107.]6 171.00 66 400.50 33 450 32850 27 4.50
1112x13 LVL(E18) 130.50 157.25 119.75 150.00 11/2x14 LVL(E18) 194.25 1]7.00 2x45
1
Note
)Applicable to boxwidI V2 x 13112 LVL(E1S) 135.25 163.25 123.75 155.00 1112x141/2 LVL(E1.8) 201.00 183.00
i) Ns up to 164 inches wide _
2) Loads Include the indicated live load,an unbalanced snow surcharged,and a 30 psf 2nd
floor live load(between knee walls) She ced T ra nave me Walls
3)Spans are the clearspan between the pnerfaces All joints muslbe located overs pier(column). See See -4 Al Spacer Column 45 PsfGSL 65 Psf GSL
4)Appllesbihe maintoorofa hvoslory unilwilha capecdd(stomge)type roof header/ header/ Configumbon
5) LVLIo be EIA,Fb=260opsl,Fv=285psl,and E=1.8 x lOh6 psi.All values are minimum. sill fastening A sill inducing A I��yI Inches Feet- Inches Inches Feel- Inches
Chad Section's A-A chad Section's A-A J
See jamb stud chart S.mrolumnsludchad 1 34.50 2 1050 28.50 2 450
for number ofjambs for number of columns 2x4
and heedersuppod and header support ILSI
2 6925 5 9.25 5725 4 9.25
2x4'5
See aril chad(drthe numberofsllls Notes: 3 84.75 7 075 70.00 5 10.00
News: 1)Applicable to a boxwidths crop to 164 Inches. 2 x 4's
1)Applicable to a box whigls of up to 164 inches with 10 inch eaves. 2)All Ne siders are double member Spf or LVL with the wide face oriented ventrally.
2)All headers are double orinple memberSpf or LVLwilh the wide face oriented vertically. 3)All LVL to be GP Lam Grade E1.0,Fb=2600 psi(min )
3)AII LVLIo be GP Lam Grade El 8,Fb=2850psi(min 1. 4)Applicable to cape cod slyle(storage)tresses win mofslopes ofbeWcen 7112 A 12712 Nates:
4)Applicable to cape(Storage)type trusses with mofslopes ofbetween 7/12and12112 5)Loads include an a 30 regime live loadgodsoea knee walls),a 10 psfllve load outside 1)All columns and mating wall studs to be 2x4 No.35 forSNd GrS f5 ons based on
5)Applicable tothe tat story oftwo story unit ou effective am joists. knee walls,and a 30 psf2nd 0oorhve load. P ie P
stud spacing of 16 inches on center
Table M - JAMB STUDS FOR TWO STORY UNITS WITH CAPE ROOFS 2)Applicable Iowans up to to 0".
TABLE L -END 120 M HEADERS AND SILLS 3)Applicable bofoolum s i to 164 inches(max)
120 Mph Exp.C 120 rwplr exp.c wind loading(3 see. GusQ 4)The number of columns indicates the number per half
5)All columns mustbe paddle wall,elthermating wall are transverse wall,which has sheathing
fastened to each column member.
6) Ila column falls between two openings,use the sum o1 he two spans to determine the column
2 x 6's 2 x 6 Side Walls, -45 Psf Gmund Snow Live Load: 7)Applies to a 30 psf hve living load between knee walls,a 10 psf attic live load outside
Maximum Openings Jambs prime Side of an Opening: Jambs Setween Openings: knee walls,and a 30 psfsecdnd toorlive load.
Table A-l -Girders-Floor Load Only 40 Psf Floor Load Number End Zone.: Interior Zones: Total
of Number Number Maximum Spans: Maximum Spans:
Members Inches FL In. Inches FL In of of
Nominal Girder Stud Gr.or No.3Sill Jambs Jacks
Home Grade &Species Clear Spans 1 7050 5 - 1050 7725 6 - 525
(Inches) (Ft) - (Inches) (Inches) (Ft) - (Inches)
Width 2 99.75 8 - 3.75 10950 9 - 1b
2 1 4100 3 - 500 NA THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET
(Feel) Inches Ft - In. 3 131.00 10 - 11.00 14350 it - 11.50 ARE DERIVED FROM AND CONSISTENT WITH THE PLANS
No.2 Sill 3 1 51.00 4 - 3.00 51.00 4 300 AND SPECIFICATIONS ASSOCIATED WITH APPROVAL
Trip25 Double 2x8 o. t/No 2Spf 21.0 7 - 6 1 9150 7 - 750 100.25 e - 425 2 10200 8 6.00 M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER,
Double 2x8No. 121.00 9 - 1 2 124.00 10 - 400 132.00 it - 000
Tnple22xi0Ne.1No 2Spf 11300 9 - 5 3 142.00 11 - 10.00 151.09 12 - ]00 BOTH ON FILE WITH THE DIVISION
Doublet to No.i/No26pf 14000 12 4 4 1 0210 4 - 300 NA 4 3.00
Doublet//2x]114"LV(Els) 120.50 10 - 05 2 102.00 6 - 600 NA.
Triple1tV2.9/4"LVLIEt6) 133.00 11 fi 3 153.00 12 - 900 NA.
Doubleii/2x9114"LVL(E18) 15375 12 - 975 Spans based upon the number of fasbnars parent:
Triplett/2x91/4"LVLIEIB) 17600 14 - 8 (Nates 3and 4)
End Zones: Interior Zones:
He 15Ga Slaides .131xTNmlx 15Ga Staples 131x3"Nails -Ell
I 2B Doubu2xlo No VNO 2Spf mane e - 10 Per Span Span Span Span O 0 PERMIT DRAWINGS ONLY NOT FOR
Tdple2x10No 1/No.2Spi 14000 11 8 End (Inches) (Inches) (Inches) (Inches) CONSTRUCTION/ DESIGN AND
Double 1112x91/4"LVL(E18) 14800 12 - 4 CALCULATIONS FOR SPECIAL WINO
Triple ti/2x91/4"LVL(El B) 169.50 14 - 15 2 1725 2600 20.75 3125 CONDITIONS WILL FOLLOW, PRIOR TO
3 2575 3975 3109 48.75 MANUFACTURE OF THE HOME.
4 3450 51.75 41.50 6225
32 Double2xmNo 1/No.2Spf luring 8 4 5 43.00 64]5 51.76 78.00
anti? Triple 2 x 10 No.V No 2 Sot 140.00 11 - 8 6 5175 7775 6200 9350
Doubts i i/2x91/4'LVL(Ef8) 14250 11 - 105 ] 60.25 9075 7250 10925
v Triplett/2x91/4"LVL(E18) 16300 13 - ] 0 6900 10375 02.75 124.75
Notes: i)All studs to be 2:x 8's Stud Gr.or No.3 Spf 1G"o/c Applies to side walls up to 108 inches tell.
Notes: 2)Jack studs are those cut to support the header.There is alleast one underevery
N 1)To beanelfective nmloistno Inihourm may fall overthe lengthofthe span. head.,The intent numberoFambs studs Includes the lack studs
21 Applies b a 40Patfoorlive load and maybe used onfilslorsecond from. Notes: 1.Applies to all end wall headers and sills,and all side wall sills.
S' 3)Bpx Wltlths.25R-150lnchesperhalf,28R-168 inchasperhalF,32R-109inchas per 2.Slaplesare l5 Ga x]/IB"x21/2",nallsam.137x3"P.D.Allfaslenersareentl farm les 3)Maximum box wildthof189 inches
half 3.The numberoffasteners maybe equally split between multiple members. 4)Jacks and jamb studs to be fastened Iogetherwlth.131 x 3"nails 4 inches on center.
4)LVLto be EhB,Fb=2600psi,Fv=285psl,and E=l.Bx 1UA6 psi All values are minimum 4.For spans larger than shown,numbers and spans may be added 5)Fasten lop and bmtlom plamstoevery stud with4- 137x3"nails.
6)Applies to cape style roofs with slopes or 7 to 12/12
lz FUTURE SURROUNDINGS DATE: 5/20/04 REV: 8/24/04 (8) C182404 FIRST FLOOR
Integrity Building Systems, Inc.
A4
CUSTOMER: JACOBS I DRAWN BY: CS GS TWO-STORY SPAN TABLES
z
Table C-1 - 25 &28 (L Wide -Column Spans - Cape Cod Units
Table A-3 - 28 f. Cape Cod Units - Floor Girder Spans Ta hie D-2-28 n Wides-Exterior Wall Hoador Spans-Cape Cod Units Beam Spans:
45 Pet GSL65 Psi05L Column 46 Psf GSL 65 Psf GSL
Nominal Girder Double Triple Douhle Triple COnfgumtion
Home Grade & Species Clear Spans Member Member Member Member Member Inches Feet- Inches Inches I Feel- Inches
Size Grade Inches Inches Inches Inches
Width 2x3 SWtl N.A. 22.00 N.A. N.A.
(Feet) Inches Ft - In. No 3 N.A. 22.00 N.A. N.A. 1 140.75 11 8.75 94.50 7 1050
45 Pat Ground Snow Live Load: No 1/No.2 N.A. 22.00 N.A. N.A. ❑ 2x4
2x4 stud 22.75 30.75 N.A. 23.75
No 3 22.75 30.75 N.A. 23.75 ❑ 2 297.75 24 9.75 205.00 17 1.00
28 Double 2x10 No.11 No.2 Spf 72.00 6 - 0 No1/No.2 22.75 30.75 N.A. 23.75
2x4'5
Triple2x10 No 1/No.2 Spf 99.00 8 - 3 zxs No.3 35.25 46.25 2e.75 37.so
Na 11 No.2 35.75 40.50 20.]5 37.50
Four2x10 No.11 No.25pf 12400 10 - 4 3 454.50 37 10.50 316.00 26 4.00
2x8 No.3 44.50 68.60 31.]5 49.50
Double 1112 x91/4"LVL(E1.8) 122.00 10 - 2 Nal/No2 47.25 64.00 37.75 49.50 x4'6
Tdplell/2x91/4" LVL(El.8) 139.75 11 - 73/4 2x14 No.3 54.25 71.50 48.50 61.06
Four17/2X91/4"LVL(E1.8) 153.75 12 - 93/4 No1/No2 60.50 61.75 48.25 63.25 4 NA. 426.50 35 6.50
2x12 Na.3 63.25 63.00 53.]5 ]0.15 2X4'5
No.t/No.2 73.50 99.50 58.75 ]6.75
65 Pat Ground Snow Live Load: 1112x3112 LVL(El 8) 41.26 4].25 31.75 43.25
1112x5112 LVL(EIS) 64.75 74.50 58.00 67.75 537.25 44 925
28 Double 2x10 No.11 No.26pf 64.25 5 - 41/4 1112x7114 LVL(E 1.8) 85.75 98.25 75.50 also 2x Vs
1112x91/4 LVL(E1.8) 109.25 125.25 95.25 114.00 ._..I�
Tdple2x1ONo 1/No.2Spf 87.25 7 - 31/4 1uzx11w wL(Ete) 132.]6 152.26 114.]5 138.75 fi NA. NA.
Four2x10No.1/No.2Spf 110.25 9 - 2114 1112x12 LVL(ET6) 14175 162.25 122.00 148.00 2x4'5
Doublet 112 x91/4"LVL(E1.8) 117.50 9 - 91/2 1112x121/2 LVL(E1.0) 147.75 169.00 126.75 154.25
1112x13 LVL(E18) 153.75 176.00 131.75 160.50
Tnplett/2x91/4"LVL(E1.8) 134.50 11 - 21/2 11/2x13112 LVL(El 8) 159.50 182.75 136.50 166.60
Four11/2x9114" LVL(E18) 148.00 12 - 4 Braced Transverse Wall Tributaries:
Column 45 Psf GSL 65 Psf GSL
Notes: See A Configurator
Inches Feel- Inches Inches Feet- Inches
1) Applicable to boxwidths up to 164 inches wide. header/
2) Loads include the indicated live load,an unbalanced snow surcharged,and a 30 psf 2nd. sill/astening A
chat Seceon's A-A 1 7825 6 6.25 55.00 4 700
Aoorlive load (between knee walls). See jamb sled chaa L2 2x4
3) Spans are the clear span between the pier faces.All joints mustbe located overa pier(column). for number affirms
4) Applies to the male foorof a Cape cod unit and headersuppert 2 156.75 13 0.75 11050 9 2.50
5) LVL to be E1 8;Flo=2600 psi,Fv=285 psi,and E=1.8 x 10"6 psi.All Values are minimum. I����-j�ylll 2 x 4's
ITSI 3 19125 15 11.25 135.00 11 3.00
Notes: See sill c10 inch the numberofsills 2 x 4's
1)Applicable to a boxwld Ns ofup 10164 inches with up to 10 inch eaves
2)All headers am double minple member Spf or LVL with Ne wide face oriented ventrally.
3)AII LVL In be GP Lam Grade E1.8,Fb=2600 psi(min). Notes:
4)Applicable to cape style busses withroof slopes efbetween 7/12 and 12112 1) All columns and mating wall studs to be 2 x4 No.3 Spf or Shrd Gr.Spf.Spans based on
stud spacing of 16 inches on center.
To hie B-1 -Girder/ Beams -2nd. Floor Load Only -30 Pat Floor Load 25&28 FL Wides-Maung Well Headers/Beams for7/12thru 1X12 Cape Cod Units 2) Applicable to walls up to 9'-0".
C LJ Top iChoral Brace 3) Applicable box widths up to 164 inches(max).
ial every chem 4) The number ofcolumns indicates the number per half
Nominal Girder =re Req'd 5)All columns must be partofa wall,either mating wall or a transverse wall,which has sheathing
Home Grade & Species Clear Spans Ll note 4) fastened to each column member.
Width 6) If a column falls between two openings,use the sum of the Iwo spans to determine the column.
(Feet) Inches Ft. - In. Beams' 7)Applies to a 30 psf live living load between knee walls,and a 10 psfalfc live load outside
Sparest/5 Psi GSL Spa us at 65 Per GSL knee walls.
25 Double 2 x6 No.11 No.2 Spf 103.00 8 - 7 Beam: Span Span Span Span
Tdple2x8No.1/No.2Spf 135.00 11 - 3 (Inches) Feet Inches (Inches) Feet - Inches
Double 2x1D No.1/No.2Spf 126.00 10 - 6
Tnple2X10N0.1/No.2Spf 165.00 13 9 1 -2x8No.1/No 2Spf 63.75 5 - 33/4 49.75 4 - 1314
2-2x BNo. 11 No.2Spf 101.00 8 5 8500 7 1 THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET
Double 1112 x 71/4"LVL(E1.8) 13275 11 - 0.75 3.2x 8No. 1/No.z Spf 13075 m - 103/4 ITS 8o 9 - 7 ARE DERIVED FROM AND CONSISTENT WITH THE PLANS
Triple ll/2x71/4"LVL(E1.8) 152.00 12 - 8 4-2x8No 1/No.2Spf 14325 11 - 1t 114 12400 10 - 4 AND SPECIFICATIONS ASSOCIATED WITH APPROVAL
Double 1112x91/4"LVL(E1.8) 16925 14 - 125 0 0 M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER,
Triple t 1/2x91/4"LVL(E1.8) 193.75 16 - 175 1-2x 10 No 11 No.2 Spf 8125 6 - 91/4 6350 5 - 3112 BOTH ON FILE WITH THE DIVISION
2-2x 10No 1/ No.25pf 12350 10 - 3112 10700 8 - 11
3-2x 10No. 1/No 25pf 16250 13 - 6112 141050 11 - 8112
4-2x 10 No 11 No 2Spf 175.00 14 - 7 15125 12 - 71/4
28 Double 2 x 10 No.1/No.2 Spf 119.00 9 - 11
Tdple2X10No.1/No.2Spf 156.00 13 - 0 1-1 112 x 7 1/4"LVL E1.8 9875 8 - 23/4 9125 7 - 71/4
Double 1112 x 91/4"LVL(E1.8) 163.00 13 - 7 2-11/2x71/4"LVL Ela 12425 10 = 4V4 11500 9 - 7
Tri 11/2x9114"LVL(E1.8) 18675 15 - 6.75 3.11/2x71/4" _VL Elo 1425 11 10112 13150 10 11112
f 4-11/2x71/4"LVL El.8 1565 13 - 1/2 14475 12 - 3/4
T-1112 x 91/4"LVL E 1 8 12575 10 - 53/4 19650 9 - 81/2 PERMIT DRAWINGS ONLY. NOT FOR
_ 32 Double 2x 1ONo.1/No.2Spf 112.00 9 - 4 2.11/2x91/4"LVL El 15875 13 - 23/4 14675 12 - 2314 CONSTRUC110Nt DESIGN AND
Triple 2 x 10 No.It No.2 Spf 147.00 12 3 3-1 1/2 x 91/4"LVL El a 18150 15 - 11/2 16e.00 14 - 0 CALCULATIONS FOR SPECIAL WIND
Double 11/2x91/4"LVL(E1.8) 156.75 13 - 075 4-11/2x91/4"LVL El 199.75 16 - 73/4 184.75 15 - 4314 CONDITIONS WILL FOLLOW, PRIOR TO
Triple 11/2x91/4"LVL(E1.8) 179.50 14 - 11.5 MANUFACTURE OF THE HOME.
3
Notes: Notes
z' 1) To be an effective rim joist no bu0joints may fall over the length ofthe span. 1)applmabe to box widths up to tso inches
2)Applies to a 30 Psi too live load and may be used on second Boors only. 2)Applicable to 45 and 65 psi ground snow the loads.
3 Box Widths.25 R-150 inches of half,28It-168 inches per half,32 R-189 inches per
3)Applies taasecond Moor lead of 30 psi between the knee walls, and 10 psi lRe load outside of knee walls.
P P P 4)For single and double members,when the beam protrudes abo s the bottom chord of the rater,the beam
half, must be braced at every tress with a block nailed to each chord or other approved methods.
4) LVL to be E7.8,Fb=2600 psi,Fv=285 psi,and E=1.8 x 10"6 psi.All values are minimum. 5)Applies to cape cod units with mot slopes of thin 12112
Integrity Building Systems, Inc. FUTURE SURROUNDINGS DATE: 5/20/04 REV: 8/24/04 (8) C182404 SECOND FLOOR A5
CUSTOMER: JACOBS DRAWN BY: CS / GS TWO-STORY SPAN TABLES
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FACLOPY SOPPIIEO / FIELD
INSTALLED RIDGE VENT
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INSTALLED DORMER (—)
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LEFT ELEVATION
FRONT ELEVATION E
PERMIT DRAWINGS ONLY. NOT FOR
CONSTRUCTION! DESIGN AND
CALCULATIONS FOR SPECIAL WIND
CONDITIONS WILL FOLLOW, PRIOR TO
MANUFACTURE OF THE HOME.
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THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET
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$ AND SPECIFICATIONS ASSOCIATED WITH APPROVAL
M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER,
BOTH ON FILE WITH THE DIVISION
FUTURE SURROUNDINGS DATE: 5/20/04 REV: 8/24/04 (8) C182404
Integrity Building Systems , Inc. CUSTOMER: JACOBS DRAWN BY: CS / GS TWO-STORY ELEVATIONS ELI
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CONDITIONS WILL FOLLOW, PRIOR TO
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HVAC SYSTEM DESIGNED & INSTALLED ON SITE BY OTHERS
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TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL
JUDGEMENT, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE i 'V
ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK (ECCCNY).
COMPLIANCE SHALL BE DEMONSTRATED TO THE LOCAL BUILDING w��". nF✓>nat (�
OFFICIAL BY NY MECH CHECK (ECCCNY CHAPTER 1) AND GENERAL m�`+ �-" ►�
COMPLIANCE WITH ECCCNY CHAPTER 5, SECTIONS 502 THROUGH 505 AI sel $t\eTHE ,LOT
SET
ARE DERIVED FROM AS ANDCNDICATIONS CONSISTENT WIITHPTHEI PLANS
AND SPECIFICATIONS ASSOCIATED WITH APPROVAL
M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER,
BOTH ON FILE WITH THE DIVISION
Integrity Building Systems, In C. FUTURE SURROUNDINGS DATE: 5/20/104 REV: 8/24/04 (8) C182404 FIRST FLOOR E
CUSTOMER: JACOBS DRAWN BY: CS / GS TWO-STORY ELECTRICAL PLAN
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HVAC SYSTEM DESIGNED & INSTALLED ON SITE BY OTHERS
PERMIT DRAWINGS ONLY. NOT FOCOSTRUCTIONR
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MANUFACTURE OF THE HOME.
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FUTURE SURROUNDINGS DATE: 5/20/04 REV: 8/24/04 (8) C182404 SECOND FLOOR
Integrity Building Systems , Inc. CUSTOMER: JACOBS DRAWN BY: CS GS TWO-STORY ELECTRICAL PLAN E2
m
TYPICAL PANEL BOX SCHEDULE 200 AMP ELECTRICAL SYMBOLS
CIRCUIT DESCRIPTION BREAKE WIRE CIRCUIT DESCRIPTION BREAKE WIRE
1 KITCHEN GFCI 20 AMP 12-2 2 GEN LIGHT 15 AMP 14-2
3 KITCHEN GFCI 20 AMP 12-2 4 GEN LIGHT 15 AMP 14-2 $3 15 AMP, 3-WAY SWITCH@42"AFF
5 WASHER 20 AMP 12-2 6 GEN LIGHT 15 AMP 14-2 $ 15 AMP, SINGLE POLE SWITCH @ 42"AFF
7 BATH GFCI (1ST) 20 AMP 12-2 8 GEN LIGHT 15 AMP 14-2 VII 15 AMP DUPLEX RECEP @ 15"AFF
9 SMOKE DET 15 AMP 14-2 10 GEN LIGHT 15 AMP 14-2 WPO WEATHERPROOF GFCI EXTERIOR RECEP
11 GAS RANGE 20 AMP 12-2 12 GAS DRYER 20 AMP 12-2 GFI0 GROUND FAULT RECEP
13 GEN LIGHT 15 AMP 14-2 14 GEN LIGHT 15 AMP 14-2 0 240 VOLT RECEP
15 FAMILY ROOM 20 AMP 12-2 16 GEN LIGHT 15 AMP 14-2
17 18 EXT GFCI 20AMP 12-2 RS RECESSED SPOT LIGHT
19 REFRIG 20 AMP 12-2 20 DISHWASHER 20 AMP 12-2 WP� WEATHERPROOF
21 WP MOTOR GFCI 20 AMP 1 - 22 GARB DISP20 AMP 12-2 XL EXTERIOR LIGHT
23 24 COMBINATION FAN/LIGHT
25 26 FL DUCTED TO EXTERIOR(50 CFM)
27 28 JB
29 30 JUNCTION BOX
31 32 PC PULL CHAIN LIGHT
33 34
35 36 BATH GFCI (2ND) 20 AMP 12-2 1 1/2 SWITCHED 15 AMP
37 38 DUPLEX RECEP @ 15"AFF
39 40 RANGE HOOD W/LIGHT(100 CFM)
H DUCTED TO EXTERIOR
1)WASHER,DRYER,AND WATER HEATER INSTALLED IN
BASEMENT B WIRED BY OTHERS-BASEMENT MODELS L SURFACE MOUNTED LIGHT
2)MICROWAVE,GARBAGE DISPOSAL, DISHWASHER&WHIRPOOL
CIRCUITS ARE OPTIONAL OT THERMOSTAT @ 42"AFF
3)WATER HEATER INSTALLED IN BASEMENT AND WIRED BY OTHERS
4)SELF CLEANING ELECTRIC RANGES WIRED PER MANUFACTURER'S
INSTALLTION INSTRUCTIONS Cl SURFACE FLUORESENT LIGHT PERMIT DRAWINGS ONLY NOT FOR
5)PRE-WIRED BASEMENT SMOKE DETECTOR PROVIDED BY FACTORY ANDCONSTRUCTIONI DESIGN AND
MOUNTED BETWEEN FLOOR JOISTS h� CALCULATIONS FOR SPECIAL WIND
6)ONE AUTO SETBACK T-STAT SHALL BE PROVIDED PER DWELLING I V 1 TV JACK @ 15"AFF CONDITIONS WILL FOLLOW, PRIOR TO
UNIT. THERMOSTAT SHALL COMPLY WITH ECCCNYS. MANUFACTURE OF THE HOME.
DC DOOR CHIME
TF DOOR CHIME TRANSFORMER
SD AC/DC SMOKE DETECTOR
. PHONE JACK @ 15"AFF,
PANEL BOX
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Integrity Building Systems, Inc. FUTURE SURROUNDINGS DATE: 5/20/p4 REV: 8/24/04 (8) C182404 PANEL BOX
CUSTOMER: JACOBS DRAWN BY: CS / GS TWO-STORY SCHEDULE E3
FACTORY SUPPLIED/FIELD INSTALLED RIDGE VENT 116 SI/LF)
MARRIAGE WALLS FIRESTOPPED IN FIELD BY OTHERS DURING INSTALLATION
ALL FRAMING LUMBER SHALL BE SPF #1/#2 UNLESS NOTED OTHERWISE
2X6 COLLAR TIE @ EACH TRUSS 20 YEAR FIBERGLASS SHINGLES OVER PLY-DRY ROOFING PAPER
(ALT: 15#FELT) ICE PROTECTION SHALL EXTEND FROM THE EAVE'S
EDGE TO A PONT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE
WOOD TRUSS @ 16"OC OF THE BUILDING (SEE R905.2.7.1)
(GSL=45 PSF,WIND SPEED= 120 MPH)
12 NON I-IABITABLE SPACE 112"OSB SHEATHING(32116 SPAN INDEX)
91
2X4 HINGED
KNEE WALL
23/32"T&G DECKING(24"OC) ALUMINUM DRIP EDGE
2X6 FASCIA W/ALUMINUM FINISHED FASCIA
R-30 FIBERGLASS W/K AFT
PAPER VAPOR BARRIER 5/8"GYPSUM PERFORATED VINYL SOFFIT(3.44 SI/LF)
13'-8" 13'-e^ SINGLE 2X6 SPF STUD GRADE TOP PLATE
DBL TOP PLATE REO'D IF TRUSSES DO NOT ALIGN W/STUDS
2X4 @ 16"OC. STUDS STRAPPED TO R-19 FG W/KRAFT PAPER VB
ROOF AND FLOOR BEAMS W/26 GA STRAPS.
FASTENING PER FASTENING SCHEDULE. m 2X6 SPF STUD GRADE @ 16"OC
1/2"GYPSUM 7/16"OSB SHEATHING
(4)2X6 CEILING BEAM BOLTED @ 6'OC �- AIR INFILTRATION BARRIER INSTALLED OVER SHEATHING
W 11/2"THROUGH BOLTS IN FIELD. SITE INSTALLED 2X6(FLAT)
VOIDS SHIMMED SOLID BEFORE BOLTING. OVER MARRIAGE WALL SEAM _�-- VINYL SIDING ATTACHED TO SHEATHING
23/32"T&G DECKING (24"OC)
11 IV 2x10 SPF#2 @ 16"OC DBL 2X10 PERIMETER
2X6 SPF#2 i6"OC � CONTINUOUS 2X4(FLAT)
\— DBL 2X6 PERIMETER PERMIT DRAWINGS ONLY. NOT ED
518"GYPSUM CONSTRUCTIONS DESIGN AND
CALCULATIONS FOR SPECIAL WIND
5/8"TFIK X 2"WIDE PLYWOOD COMP - R-19 FG W/KRAFT PAPER VB CONDITIONS WILL FOLLOW, PRIOR TO
MANUFACTURE OF THE HOME.
STRIP (TYP-BEARING WALLS) �— 2X6 SPF#2 @ 16"OC
2X4 @ 16"OC. STUDS STRAPPED TO 7/16"OSB SHEATHING
ROOF AND FLOOR BEAMS W/26 GA STRAPS. _ �- AIR INFILTRATION BARRIER INSTALLED OVER SHEATHING
FASTENING PER FASTENING SCHEDULE.
VINYL SIDING ATTACHED TO SHEATHING THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET
1/2"GYPSUM _ ARE DERIVED FROM AND CONSISTENT WITH THE PLANS
(6)2X10 CENTER BEAM BOLTED @ 6'OC AND SPECIFICATIONS ASSOCIATED WITH APPROVAL
W/ 1/2"THROUGH BOLTS IN FIELD. M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER,
ALL SPLICES SUPPORTED. BOTH ON FILE WITH THE DIVISION
STEEL JOIST HANGER(TYP) 23/32"T&G DECKING 24"OC)
PER FASTENING SCHEDULE ( DBL 2X10 SPF#2 PERIM
2x1 O SPF#2 @ 16"OC
m R-19 FIBERGLASS W/KRAFT F
PAPER VAPOR BARRIER 2X8 PRESSURE TREATED SILL PLATE ,��1 �►�
CONTINUOUS 2X10(BY OTHERS) (PROVIDED&INSTALLED BY OTHERS) .O''.�'�;zFp'4`•�r;y"'°,.
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FUTURE SURROUNDINGS DATE: 5/20/041 REV: 8/24/04 (8) C182404CROSS
Integrity Building Systems , Inc. CUSTOMER: JACOBS I DRAWN BY: CS GS TWO-STORY SECTION S�
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_ COVER JOINT WITH 26 GAX 1 1/2"STRAPS.
FIELD FASTEN INTO EACH RAFTER WITH(7)
15 GA 1"STAPLES OR(6).120 X 1 1/2"NAILS
T)16D NAIL THROUGH 1 1/2"FACE OF
FIELD FASTEN PLATES TOGETHER WITH KNEE WALL INTO CHORD MEMBER 7116"OSB SHEATHING SHALL BE CONTINUOUS OVER BOTTOM PLATE/FLOOR PERIMETER SEAM
(5).131 X 3"(10d)NAILS PER TRUSS BAY FASTEN BOTTOM EDGE OF SHEATHING W 110D NAILS @ 5"OC
(ALT' 1 1/2"X 12"26 GA STRAPS W/(8)15 GA X 1"STAPLES PER END @ EACH STUD)
COVER JOINT WITH 20 GAX 1 1/2"STRAPS.
FIELD FASTEN INTO EACH END WITH(7) w
15 GA 1"STAPLES OR(6),120 X 1 1/2"NAILS. 'u
ALT COVER JOINT WITH ROOF SHEATHING 7/16"OSB SHEATHING INSTALLED W 11013 NAILS fi"OC
AND FIELDGA X V STAPLES PER SIDE OFASTEN INTO EACH CHORD F JOINT. AROUND PERIMETER, 1013 NAILS SPACED @ 3"OC
FOR 110 8 120 MPH WIND ZONES(INFIELD BY OTHERS)
7/16"OSB SHEATHING SHALL BE CONTINUOUS OVER TOP PLATE/CEILING PERIMETER SEAM
FASTEN TOP EDGE OF SHEATHING(8/100 NAILS @ 5"OC
(ALT:1 112"X 12"ED 26 GA STRAPS W/(8)15 GA 1"STAPLES PER END @EACH STUD)
FASTEN COLLAR TIE TO CHORD WITH —
(14).131 X 3"(10d)NAILS OR(10)#8 X 3"SCREWS 9/12 8 12112 PITCHES:FIELD INSTALLED
SIMPSON H6 HURRICANE ANCHOR
OR EQUAL(720#ALLOWABLE) ) MODULE TO MODULE CONNECTIONS
W000 TRUSS @ i6"OC
X ZZZZ GSL=45 PSF,WIND SPEED=120 MPH S 2 SCALE = 3/8" = 1'- 0"
TRUSS CONNECTIONS (�C ) KNEE WALL CONNECTIONS
S2 SCALE = 1/2" - 1'- 0" S2 SCALE = 3/8" - V- 0"
7A6"OSB SHEATHING SHALL BE CONTINUOUS OVER BOTTOM PLATE/FLOOR PERIMETER SEAM
FASTEN BOTTOM EDGE OF SHEATHING W 1100 NAILS @ 5"OC
/ (ALT:1 1/2"X 12"26 GA STRAPS W/(0)15 GA X 1"STAPLES PER END @ EACH STUD)
4'-0"
DECKING FIELD FASTENED WITH
(13).131 X 3" (10d)NAILS INTO AT 110 8 120 MPH WIND ZONES USE 20 ga.GALV PLATES WITH(24).128 X 3"(10d)NAILS PER
EACH CHORD. ALT: 1/2"TRHOUGH PLATE-T! INTO SILL 8(12)IN f0 PERIMETER.
BOLTS WITH NUTS 8 WASHERS @ 6'OC ^ RANCHES&CAPES-USE(3)PLATES PER BOX,(6)TOTAL PER END WALL EQUALLY SPACED
(3).131 X 3"NAILS TOE NAILED THROUGH ALONG END WALLS. PLATES SHALL BE SPACED @ 60"OC ALONG SIDE WALLS.(BY OTHERS)
BOTTOM CHORD TO TOP PLATE FROM EACH SIDE TWO-STORY UNITS -USE PLATES SPACED @ 36"OC ALONG END WALLS AND 60"OC ALONG
W/SIMPSON ANCHOR(OR EQUAL) SIDE WALLS(BY OTHERS)
FOUNDATION WALL
2X6 SPF STUD GRADE SUB-FASCIA FASTENED (BY OTHERS)
TO OVERHANG BLOCKS W/(2).131 X 3"
NAILS PER TRUSS
26 GA PER
UPLIFT F� MODULE TO SILL LATE
STRAPS PER PAGE 518 �� 7
2'PLYWOOD COMPRESSION STRIP W/
THICKNESS EQUAL TO CEILING GYP THICKNESS SIMPSON H6(OR EQUAL) @ EACH TRUSS S`2 SCALE = 3/8" = 1'- 0"
W/(3).131 X W NAILS TO TOP PLAT E
2X6 SPF STUD GRADE TOP PLATE-DOUBLE TOP
PLATE IF TRUSSES DO NOT ALIGN W/STUDS
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�� MARRIAGE WALL CONNECTIONS CONSTRUCTION! DESIGN AND
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CONDITIONS WILL FOLLOW, PRIOR TO
-N S2 SCALE = 1/2" = 1'- 0" O HEEL CONNECTIONS MANUFACTURE OF THE HOME.
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BOTH ON FILE WITH THE DIVISION
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TytpE) as'IB aBtAM mM•detrLBTf,larr�riaMhBblpOaMl11B Af MIIItI11UiD!nMll� $11MM ATTACIIMMT-TOP - sw.pafnp W.;,h1fb/y M1?I sn,n,«7Pn a1s 0.yNi7hr 7
BrAdeA ted !lr7.glleeoysygptllaPeME,00sn�ellorilAypw+IDek. ]vu 1 s ]o 07
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IarailfW�►dth. !!'16d°ge+1n7[n°MiMti. lla�. h +.xr.s., Iea a.t_ T] , ?a
J° nlM�tON/M/ :1�1h1r'4adGl11MId71thM.lr�aNidninldrllspe.laE7da.pnlw(11h �.2a�6
' b e1BBBBa. 11Ead•Rtpllila!!►afdllMmE`liDoofEryiEIc
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' .7rtkMrAaeMlaalydl•iE±IMbrWAEEaragaad,• farwoBTtear�dwB uo,t a'
�b�1ti hdrlA�i,-�;happyfmgtayYyrr � y eSTD.UTED bEFUCTION AT 120 MPII 01MOM WIML91RR0 e717-1L N110 i
nB�•Wbp6bn�WdtEB!, nr to ahtaarriLpntrjaMrtY iM1r01•Ml Mloa _
�a fee SHUTTEal WON7a1a I,r 16INCHES.. +
'•.+`,Iltliwl+WnLnapf�.7a10?P�a�}dsya/O IbM�I!111oMraE,•hpn Edt i�lAYm4in!uOfDil' Orn f,,,.i +wn«•IW.a. snvn«sfm7 •' - .
MeB. �« span ao6nB WroMla.m?I ��u ]J As 60--+-��— -•76
;�", Mf`+DnrvlErrladlq eia++r ml:r YrDIIt.SA+ow+T*0fbr ceenE •. JV16 ]s 'o] o] o7 i 0. pIs,', oa :, '
n wdryEal8orwlodB Prior 'eBTtuuYEllaa, I . '
.,.I •, _ - 10/70 j 2.9
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. thLMn ATTACIEJBHT-BOTTOM
Pw . B _ -
Window and glass protection shall meet'
.• /, s�«w +. ASTMS 18116,91 and ASTM6'•1"6,."
� or crud nlc rcgnimmentr or New Yo_r
_
attached d h rdw at pt
o luni itiotten wit
u t provided. DctaiL �e
- State Building Code.
, IN Wih• Slid i '
GHO
R TE5
'i'ION AN U.
ti
r - .
fi>P(m5 p- S7mpsoa Strong Tie fqt dctads ,, TV
F�1}lWALL I.AT, RAL'LOADS Iw m• - +. .Z�6 CCA ,lZJ
0
!
r bolis I P sl7ana a
a bo 1 w0 0
� View fie x• ( , To
p `7,
�camers) , CahleP!Bcamod J •�. � �.J'E71�rr�/k'�J'NF�IJ- t I
FWALLyLATERtALLOADS �Ir�nQyS/`L 2TPG%;•.. q 7 5/¢a 4' �eknt~
V ya«anchor bolts(r�r 72•,,o c mNnMa rvE i(/ C 1
�3-0opid
'fignrcpiners) '{{ r
%` .« .LI : , Q (J`•��� 16 j , ' • !
` �;g(ZL11 '�Yl•iS .1�. .'' fn7r,E ox DETAIL? , • : ` :,:1 ' ,
PI PIA
/, . ragou"a�n - PoRITeiBfanCahla
zD5G _ A/� s
JO p MeM
all cofners:�t+If P{i x,001?Psl cuSa'rate ,•,il ' "o6nsxYEN ]ONF. ',Cgmer lnflallsllan
,,(ea'roparteeelrod; • t„ ijsf IP d
'CaV e.SCA;c3
tt �Jv
&ODW SIM 1019C
41
, pL ATiON TIE QQWN DETAIL Jz91,h
,"�" � ,� ',9cakr ( ..1 .fIS ' v ' ' : ���•U,r F•!E•tl,
r i
"/lR"t2Q'nnph wlnl}require(ng it�TO 147 sv York$t4tc.BUi1d109 JCode Shall bo
M w rDtilieck W!d�irtgdlnrCl preabt�ptrve de 4�gn Trl6t+3 2H'.Cp1Cs for —
4tknt.• R Y 1 ( . . ' ' N Y rre J v rt •m•^~nv i
dlRd o naQls Q 0 k 5i l r wb�la ' I „'+. " r, AAM
w rWl4rr� ? pPPq §! Pa #IC CAI)Fl"()MPL3A �FiltfiX64c1
t 'T� ,2,r' 1 wit • v, �Nn 5 r H >F + nq ^� v _ ,r ,'1 rT•.�.°� I✓ o
> „ -•x i rh,i� a
t r4r `AND'1�1(�!'�
j �1 rlrim 'r+ rpt -5�'L ' , tI y/ a 3aWARI'IFLD WAY
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NOTE:
All 120 mph wind requiremerds per New York State Building Cade shall be TAME '
complied'with including WFCM prescriptive design Table 3.28 calls for /5 IY IV ' (:� ArIrlq rrAMH ee"mMtx'i'rxr'"�TMn, n,Mer+nts
using %2" anchor bolts,.18" long and spaced ®30" o.c. and Simpson'LTp4 �/T NC ox p�t !N 0 0 U ��- 1O'-- s"„_"`„ani.. " °^'Y"°'• ^ o�M D'"""�"�"'I^'
m _ w.iWM 110.ra.rl sh.,ws - m.Ibm wind a.N
I /. x 20 gage straps with 4- 8d common maids or l Od..box nails per table rZ �^. -� �^ .t rt.n.rl.ghr
3.4B sill to studs ® 16" o.c. x /� D( �� udr 32116 1.5 30 os
(/(/_ �/V) Ione �_.-_ 36 0.3
�!!•�� 1.'(a '/ ��• �rnuh wr -la/]I 3/ Ie 0.9
dude /4
7
7.6 IZ I S
v�yrin'� ✓//�jz f
TAAW 2-
. j � '�� y +Y✓ g baa' tNm�s�WITM I A 4.11 a Met PkSIOM WIMO Skkkp I1T 13-rI XN6NT
- ! /IkP.SON' ,BCS fb1r 4 AI-IrYrwl APPS W.w Shuns ..
Salhi.l
Ilkmuu �"!=a•a•a w.IW N ]] M "
/ �/r
32116 1.5 as 0.a 0.3 0,4 0.3 as
K 3 /�4 y •Y }Q� _I0/2a 01 01 a] a] al 07 Ij
nauu Sa IeYlI 3A - o1 A2 a.] 0.6 i.0
"J .
:,`) �.-/fir/({�"71I�f/•/G(.(( / LWTSSII ATIACSmk»f_knTOM Iex /6 0.1 0.1 0.3 Os 09
s/![ ztcG? ' �' " Y1,41
ty / y.di, h,,,b,. Window and glass protection sim"meet
3 .r _' r I -� X O '< ,• ,�� "^ ASTME 1886-97 and ASTME 196.9
/4 C-QLV - � ���e�- / �- _ 1 �- 4_ --Aa Paragraph 6,or structural Abutters with
Q90L7- 1 4 attached hardware provided• Detail meet
c.a or exceed the requirement,of New York
as.ard..a sd.w State Building Code.
aln.wi�� r}M.p �
two Zx b_
�1T 'ASS
l.•' �`1 F =/.moi-'9�G-aG_:CCI
UMI
wawmisnwwmtourser7eMns -
r'WaE aA aM NnN ataMiia+ioMM M.dMwe S »nsa•nlwr 1.,
snuttu ATraaxMettr_7g sa.n ceases aatsYr lP.nxst ta9rrrsF.m �3La.N9mkw GENERAL MOTES: -
yd,» _ 37/16 19 ]p 0.5 The Architect will not have control or charge of and will not be responsible for consuumion means,
adt.i
os methods,techniques sequences andro
P grsms in wnneetion with the work
'N 44l7g ].I ds a.s • The contractor shall give all notices and comply with W laws,ordinances,rWea,regulations and lawfid
Ie m 3.6 73 13 oNen ofan
- �
t•••. y public authority bearing on the performance urd,week and shall Pn0m
ands fitestify the
,
A(dlitmt if the drawin
gs Pecificahons aro at variance therewirh prior to eoWwefian. '
ad.. • owner and contractor shall indemnify and hold hannlessilut Arddtecr and there agents and employees
rw from W claims damages,losses and expenses including but not limited to alto feet tri
re silting firm the Performance of the work provide)that any such claim,d �Y mB out(1 is
TAatER i
a^x. RsnMATEm patalr,7mN aT 120 now ui:SmM WWo stem As1s-rt twaMT attributable to bodily injury,sickness disease or death or to injury °•lose or tale pro art is
She fr or destruction of amiable property
(other than the work itselQ including the lose of six resulting therefrom and 2 '
sc
tea Sllaflaafmm}xM aT to ag ( ) caused In whole (•
HRf 4 9 Jn
tl.xrrftaa IM 1 put by any negligent actor otmsMon of the contractor any suhcantractor.anyone directly or indirectly
440 t1.fMa 1wtaM e.lat'1 x6 ]6 da do 7a e u employed by any ofthem or indirectly employed by any of them or anyone for whom gets any of them
' - . nay be unable,regardless whether or not it it caused in put by a party indemnified hereunder.
+ -- A8 codes and regulations of NYS Building Code shall govern over a8 construction and installation.
3F(Id t.3. oa o;a a3 ad 0s as . A6 conctete to be a min.3,000 pM At 28 days A8 footings to bear on virgin soil with a tulnimum toil
40/20 ; 7,9 0.1 al 0.7 As o.I 0.7 1.1 hearing capacity o1`2 tom.
At 0a o] 0.6 1.0 . Architect is rat engaged for supervision in my capacity and it slag be aha owners or his agents
ons 14
responsibility to vilify all dnnataans prior to construction.
nnua 7e
Iax I.f - - 0.1 0.1 QS 11.3 0.9
SuumaATraOmESIT-aOTrmM --
Window mid yaps prmre"ien sh{B meet
A8TME 1886M and ASTME 199499
ParoBroP11 f,At alihadukal shutters with
attached barlwom praWded. Details meet ] ®_
L q y/�
- u,r or exceed the N4h of Net York
iawrr.
State Building CA-fro" 1 •�] r(S
...
two +
* r
IcedtrdYrm' o2111a --- ';'._.._` .,' • -- -- - -
�
BUILDING PERMIT EXAMINER CHECKLIST
DATE REVIEWED: �_/ �-/0*s
APPLICANT: '�a cry ��Fs� a ,, � P - DATE SUBMITTED: /a /04,
SCTM#DISTRICT: 1,000, SECTION: 3V , BLOCK: J , LOT: to SUBDIVISION: jAp,Q,,,"
ADDRESS:94p �,� , �rz. CITY: &'s, M c-,�ZONING DISTRICT: — CONFORMING? JVo
BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO
BP -Z/C/0 Z- , INFO BP / Z/C/0 Z- , INFO
SINGLE & SEPARATE CERTIFICATION-REQUIRED ✓ NOTES:
LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM rAN.1997 100-25.Merger.(A nonconfomvng at any time after 7/1/E
REQ. LOT SIZE: ACT. LOT SIZE: 1 o,voo REQ, LOT COV. ACT. LOT CO .
REQ. FRONT ,S PROP.FRONT REQ SIDE ib CT. SIDE��
REQ. REAR 3._ PROP.REAR 9/ - PP,CZP,4 REQ. HEIG14T PROP. HEIGHT
PROJECT DESCRIPTION: Ngeo SD- P e za A, A AN,
ESTIMATED PROJECT COST: ACT/ENGINEER:
WATER FRONT? ^✓® DESCRIPTION: PANEL # —FLOOD ZONE:x
BULKHEAD? NO DISTANCE?
APPROVALS REQUIRED
SUFFOLK COUNTY HEALTH DEPT(��)or NO, (BED#):
TOWN SEPTIC RECEIPTOY r N SEPTIC CERTIFICATION: Y OfT
NEW YORK STATE DEC: PRE-DEC 9/1/75 YESO DTE: / /_ PERMIT#:
SOUTHOLD TOWN TRU�°TEES: YES DTE_ /_/_ PERMIT#:
TOWN ZONING BOARD APPROVAL<2!�E�or NO- LA — DTE:L/ / PERMIT#: 5 -
TOWN PLAN. BOARD APPROVAL: YES o DTE:_/_/_ PERMIT#:
TOWN HISTORICAL PRE (SPLIA): YES o
NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2X(� or NO
NOTES:
FEE STRUCTURE: FOUNDATION: 14 c, SF
FIRST FLOOR: gee SF
SECOND FLOOR:
� _/ SF
OTHER: ` �. `' SF INTT OTHER TOTAL
TOTAL: e A, SF FEE FEE FEE
4vg�
1. SF)- ®! SF)= Z .SFX$ a S =$ Q®%i 4 +$ 0 +$ =$
2. _SF)- (_ SF)= SFX$ =$ +$ +$ =$
3. ( _SF)-( SF)= SFX$ =$ +$ +$ =$
FINAL TOTAL: $jO S�
Town Of Southold
P.O Box 1179
Southold, NY 11971
* * * RECEIPT * * *
Date: 02/03/05
Transaction(s): Reference Subtotal
1 1 Septic Permit- Construct- Resid. 3432 $10.00
Cash Total Paid: $10.00
Name: Jacobs, Peter& Mary
Po Box 614
East Marion, NY 11939
Clerk ID: BONNIED Internal ID:3432